Other Methods of Procurement of Goods and Works The following table specifies the methods of procurement, other than International Competitive Bidding, which may be used for goods and works. The Procurement Plan shall specify the circumstances under which such methods may be used: Procurement Method
Particular Methods of Procurement of Goods and Works International Competitive Bidding. Goods and works shall be procured under contracts awarded on the basis of International Competitive Bidding.
For Product Development Projects and Project Demonstrations Published documents, including date, title, and periodical name. Estimated or actual energy and cost savings, and estimated statewide energy savings once market potential has been realized. Identify all assumptions used in the estimates. Greenhouse gas and criteria emissions reductions. Other non-energy benefits such as reliability, public safety, lower operational cost, environmental improvement, indoor environmental quality, and societal benefits. Data on potential job creation, market potential, economic development, and increased state revenue as a result of the project. A discussion of project product downloads from websites, and publications in technical journals. A comparison of project expectations and performance. Discuss whether the goals and objectives of the Agreement have been met and what improvements are needed, if any.
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 4.12.1 Shop Drawings are drawings, diagrams, schedules and other, data specially prepared for the Work by the Contractor or any Subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work.
Ordering Guidelines and Processes 1.14.1 For information regarding Ordering Guidelines and Processes for various Network Elements, Combinations and Other Services, TWTC should refer to the “Guides” section of the AT&T Interconnection Web site. TWTC will be notified of any material changes to such “Guides”.
Technical Standards Applicable to a Wind Generating Plant i. Low Voltage Ride-Through (LVRT) Capability A wind generating plant shall be able to remain online during voltage disturbances up to the time periods and associated voltage levels set forth in the standard below. The LVRT standard provides for a transition period standard and a post-transition period standard.
Manufacturing (a) The Supplier shall without limitation be responsible, at no additional cost to the Purchaser, for: sourcing and procuring all raw materials for the Products; obtaining all necessary approvals, permits and licenses for the manufacturing of the Products; providing sufficient qualified staff and workers to perform the obligations under this Purchase Agreement; implementing and maintaining effective inventory and production control procedures with respect to the Products; and handling other matters as reasonably requested by the Purchaser from time to time.
Contract Database Metadata Elements Title: Whitesville Central School District and Whitesville Central School Educational Support Staff Association (2003) Employer Name: Whitesville Central School District Union: Whitesville Central School Educational Support Staff Association Local: Effective Date: 07/01/2003 Expiration Date: 06/30/2006 PERB ID Number: 10699 Unit Size: Number of Pages: 23 For additional research information and assistance, please visit the Research page of the Catherwood website - xxxx://xxx.xxx.xxxxxxx.xxx/library/research/ For additional information on the ILR School - xxxx://xxx.xxx.xxxxxxx.xxx/ AGREEMENT BETWEEN WHITESVILLE CENTRAL SCHOOL EDUCATIONAL SUPPORT STAFF ASSOCIATION AND THE WHITESVILLE CENTRAL SCHOOL DISTRICT JULY 1, 2003 THROUGH JUNE 30, 2006 TABLE OF CONTENTS ARTICLE TITLE PAGE Preamble 1 I Recognition 1 II Collective Bargaining U n i t 1 III Dues/Agency Fee Ckoffand Payroll Deduction 1 IV Rights of Employees 2 V Rights of Employer ------------- 2 VI Personnel F i l e 2 VII Employee Definitions 3 VIII Permanent Status/Seniority 4 IX Wages 5 X Overtime 7 XI Vacation 7 XII Holidays 8 XIII Sick Leave and Leavesof A b s e n c e 8 XIV Conference, Workshops,Required Courses 10 XV Meal Allowance and M i l e a g e 11 XVI Retirement 11 XVII Insurance 12 XVIII Cafeteria P l a n 14 .XIX Uniform Allowance------------------ 14 XX Hours of W o r k 14 XXI Transfers/Promotions 15 XXII Job Descriptions 15 XXIII Grievance Procedure 15 XIV Copies of the Contract 18 XV Zipper C x x x x x 18 XXVI Legislative Clause 18 XXVII Duration 19 SIGNATURES 19 APPENDIX A Grievance F o r m 20 APPENDIX B Dues Authorization F o r m 21
Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.
Materials and Methods 86 2.1 PARTICIPANTS 87 We used baseline measurements from a convenience sample of participants in previous (3) and 88 ongoing cohort studies investigating the effects of rehabilitation on balance responses (Table 1). PD 89 participants were mild-moderate with bilateral symptoms (Xxxxx and Xxxx stage 2-3 (13)). All 90 participants provided written informed consent and all study procedures were approved by Institutional 91 Review Boards at the Georgia Institute of Technology and Emory University.
